| Date |
Text |
| 2022-01-13 12:47:55 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. CONFIRM PROJECT ADDRESS (2122 VS. 2212 N. TAMARIND |
| | AVE) |
| | 2. REMOVE REFERENCES TO VOW (VILLAGE OF WELLINGTON?) ON |
| | COVER. |
| | 3. CONCEPTUAL ENGINEERING PLAN IS CONFUSING WITH |
| | EXISTING FEATURES SHOWN AND NOT SCREENED. |
| | 4. RELOCATE DRAINAGE SYSTEM FROM UNDER STAIRS. |
| | 5. PROVIDE FLOW ARROWS SHOWING DIRECTION OF SURFACE |
| | RUNOFF. |
| | 6. PROVIDE AT LEAST TWO CROSS SECTIONS FROM EACH R/W |
| | CENTERLINE TO THE FACE OF BUILDING(S) AND/OR TO PARKING |
| | LOT; AND CROSS SECTIONS FROM EAST PROPERTY LINE TO FACE |
| | OF BUILDINGS. LABEL STREETS, PROPERTY LINES, SURFACE |
| | FEATURES AND GENERAL SURFACE SLOPES. PROVIDE DIMENSIONS |
| | FOR CURBS/CURB AND GUTTER, SIDEWALKS AND DISTANCE FROM |
| | PROPERTY LINE TO FACE OF BUILDING. INCLUDE PROPOSED |
| | PARALLEL PARKING AREAS. |
| | 7. PROVIDE ADA TRUNCATED MAT ON THE EAST SIDE OF THE |
| | DRIVEWAY. |
| | 8. SHOW MILL AND RESURFACING LIMITS WITHIN THE STREETS. |
| | 9. IDENTIFY ON THE CONCEPTUAL ENGINEERING PLAN WHERE |
| | THE SPECIAL TYPE ?F? CURB AND GUTTER WILL BE |
| | CONSTRUCTED. REDRAW THE DETAIL IN ACAD AND PROVIDE |
| | ENGLISH UNITS. |
| | 10. LABEL WHERE THE DRAINAGE CONTROL STRUCTURE WILL BE |
| | LOCATED AND PROVIDE A DETAIL OF THE STRUCTURE. NOTE THE |
| | CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION TRENCHES. |
| | 11. PROVIDE HATCHING PATTERNS FOR SIDEWALKS TO REMAIN |
| | AND FOR NEW/REPLACEMENT SIDEWALKS. |
| | 12. EXPLAIN HOW ACCESS FROM THE BUILDINGS TO THE |
| | PARKING LOT WILL BE PROVIDED FOR THE 3?+/- GRADE |
| | DIFFERENTIAL. |
| | 13. PER FIGURE XV-2: GENERAL PARKING DIMENSIONS IN |
| | SECTION 94-485 OF THE CITY?S CODE OF ORDINANCES, THE |
| | CURB LENGTH OF PARALLEL PARKING SPACES IS 22 FEET. THE |
| | SITE PLAN SHOWS 25 FEET AND GAPS IN THE PARKING SPACES |
| | ON TAMARIND AVE. |
| | 14. CONSIDER ANGLING THE CURBING AT EACH END OF |
| | PROPOSED PARALLEL PARKING SPACES TO FACILITATE ACCESS |
| | TO AND FROM THE END SPACES. |
| | 15. THE CITY?S OFFICIAL VERTICAL DATUM IS NGVD1929. THE |
| | CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE |
| | CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION |
| | IS PROVIDED. PROVIDE THE NAVD1988 TO NGVD1929 |
| | CONVERSION EQUATION ON THE SURVEY. |
| | 16. LABEL ANY NEW GUTTER ON 21ST ST. |
| | 17. SIDEWALK EASEMENT WILL BE NEEDED FOR 22ND ST. |
| | SIDEWALK. |
| | 18. CONSIDER LOW IMPACT DEVELOPMENT DRAINAGE SYSTEMS IN |
| | LIEU OF EXFILTRATION TRENCHES. |
| | 19. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION, IF REQUIRED. |
| | |
| | 3. PROVIDE AN EROSION CONTROL PLAN WITH DETAILS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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